Major Widening
Hamilton County · plans pulled by 7 GCs
Plan pull7 GCsAug 21
Pattern3 prime · 4 sub—
Bid dateThursday, October 8—
Hamilton County · plans pulled by 7 GCs
3 primes + 4 subs pulled plans · Shelly & Sands INC wins 52% of OH pavement bids it enters
If your number lands…historical win odds, OH
Share of OH bids over the last 5 years that landed there vs the official estimate and won (n=9,164 bids) — historical frequency, not a forecast. ODOT's estimate stays sealed until bids open.
Pulled plans3 primes · 4 subs
Likely also biddingOH pavement regulars · 7
Confirmed = pulled plans on this letting (revealed interest, from the agency portal). Likely = firms that bid OH pavement work in the last 3 years, ranked by where and how recently they bid it — firms most active in this project’s county and ODOT district rank first. Win rate is historical — the share of bids that firm entered and won, not a prediction of this letting.
How to read this. Plan‑pull counts come straight from agency portals. Patterns and confidence scores are derived from comparable lettings (same county, same category, three‑year basis). Confidence is a calibration of past correctness on signals of this shape — not a guarantee of this bid’s outcome. We never round up. More on what Cassandri does →
Bid form · ODOT
698 advertised pay items from the ODOT bid form. Open a category to see its items — unit prices appear here once bids open.
| 202E11003 | STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | Lump sum |
| 202E22900 | APPROACH SLAB REMOVED | 109 SY |
| 503E11101 | COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN (WALL G) | Lump sum |
| 503E21300 | UNCLASSIFIED EXCAVATION | Lump sum |
| 505E11100 | PILE DRIVING EQUIPMENT MOBILIZATION | Lump sum |
| 507E00700 | 16" CAST-IN-PLACE REINFORCED CONCRETE PILES, DRIVEN | 8,890 FT |
| 507E00751 | 16" CAST-IN-PLACE REINFORCED CONCRETE PILES, FURNISHED, AS PER PLAN | 9,485 FT |
| 509E10000 | EPOXY COATED STEEL REINFORCEMENT | 94,506 LB |
| 509E28001 | STAINLESS STEEL REINFORCEMENT, AS PER PLAN | 112,426 LB |
| 509E30020 | NO. 4 DEFORMED GFRP REINFORCEMENT | 14,835 FT |
| 509E30030 | NO. 5 DEFORMED GFRP REINFORCEMENT | 1,772 FT |
| 511E34463 | CLASS QC SCC CONCRETE WITH QC/QA, BRIDGE DECK (PARAPET), AS PER PLAN | 136 CY |
| 511E46512 | CLASS QC1 CONCRETE WITH QC/QA, FOOTING | 338 CY |
| 511E53014 | CLASS QC3 CONCRETE, MISC.: CONCRETE WITH QC/QA, ABUTMENT NOT INCLUDING FOOTINGS, AS PER PLAN | 271 CY |
| 511E53014 | CLASS QC3 CONCRETE, MISC.: CONCRETE WITH QC/QA, BRIDGE DECK, AS PER PLAN | 346 CY |
| 511E53014 | CLASS QC3 CONCRETE, MISC.: CONCRETE WITH QC/QA, PIER ABOVE FOOTINGS, AS PER PLAN | 170 CY |
| 512E10100 | SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 1,530 SY |
| 513E10300 | STRUCTURAL STEEL MEMBERS, LEVEL 5 | 757,074 LB |
| 513E20000 | WELDED STUD SHEAR CONNECTORS | 5,436 EACH |
| 514E00061 | FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT, AS PER PLAN | 9,152 SF |
| 514E00067 | FIELD PAINTING STRUCTURAL STEEL, FINISH COAT, AS PER PLAN | 9,152 SF |
| 516E10010 | ARMORLESS PREFORMED JOINT SEAL | 34 FT |
| 516E11210 | STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC STRIP SEAL | 66 FT |
| 516E13600 | 1" PREFORMED EXPANSION JOINT FILLER | 111 SF |
| 516E44201 | ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE, AS PER PLAN, 15"x11"x3.67" ELAST. PAD, 26"X12"X1.69" BEV. LOAD PL, 1.5" MAS. PL | 5 EACH |
| 516E44201 | ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE, AS PER PLAN, 15"x11"x3.67" ELAST. PAD, 26"X12"X2.25" BEV.LOAD PL, 1.5" MAS. PL | 2 EACH |
| 516E44201 | ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE, AS PER PLAN, 15"x11"x3.94" ELAST. PAD, 26"X12"X2.25" BEV.LOAD PL | 3 EACH |
| 516E44201 | ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE, AS PER PLAN, 15"x11"x3.94" ELAST. PAD, 32"X12"X2.38" BEV.LOAD PL | 5 EACH |
| 516E44201 | ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE, AS PER PLAN, 17"x15"x3.67" ELAST. PAD, 26"X16"X3.19" BEV. LOAD PL, 1.5" MAS. PL | 2 EACH |
| 516E44201 | ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE, AS PER PLAN, 17"x15"x3.94" ELAST. PAD, 26"X16"X3.19" BEV. LOAD PL | 3 EACH |
| 518E21200 | POROUS BACKFILL WITH GEOTEXTILE FABRIC | 136 CY |
| 518E40000 | 6" PERFORATED CORRUGATED PLASTIC PIPE | 94 FT |
| 518E40011 | 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS, AS PER PLAN | 21 FT |
| 523E20000 | DYNAMIC LOAD TESTING | 8 EACH |
| 523E20500 | RESTRIKE | 8 EACH |
| 526E30001 | REINFORCED CONCRETE APPROACH SLABS (T=17"), AS PER PLAN | 224 SY |
| 526E90010 | TYPE A INSTALLATION | 33 FT |
| 526E90030 | TYPE C INSTALLATION | 34 FT |
| 601E20000 | CRUSHED AGGREGATE SLOPE PROTECTION | 469 SY |
| 202E11003 | STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | Lump sum |
| 202E22900 | APPROACH SLAB REMOVED | 582 SY |
| 203E20001 | EMBANKMENT, AS PER PLAN | 44 CY |
| 503E11101 | COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN (WALL A) | Lump sum |
| 503E11101 | COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN (WALL B) | Lump sum |
| 503E21300 | UNCLASSIFIED EXCAVATION | Lump sum |
| 505E11100 | PILE DRIVING EQUIPMENT MOBILIZATION | Lump sum |
| 507E00700 | 16" CAST-IN-PLACE REINFORCED CONCRETE PILES, DRIVEN | 9,520 FT |
| 507E00751 | 16" CAST-IN-PLACE REINFORCED CONCRETE PILES, FURNISHED, AS PER PLAN | 10,140 FT |
| 509E10000 | EPOXY COATED STEEL REINFORCEMENT | 226,540 LB |
| 509E30020 | NO. 4 DEFORMED GFRP REINFORCEMENT | 6,635 FT |
| 509E30030 | NO. 5 DEFORMED GFRP REINFORCEMENT | 800 FT |
| 509E30040 | NO. 6 DEFORMED GFRP REINFORCEMENT | 6,259 FT |
| 511E33501 | SEMI-INTEGRAL DIAPHRAGM GUIDE, AS PER PLAN | 4 EACH |
| 511E34463 | CLASS QC SCC CONCRETE WITH QC/QA, BRIDGE DECK (PARAPET), AS PER PLAN | 51 CY |
| 511E46512 | CLASS QC1 CONCRETE WITH QC/QA, FOOTING | 415 CY |
| 511E53014 | CLASS QC3 CONCRETE, MISC.: CONCRETE WITH QC/QA, ABUTMENT NOT INCLUDING FOOTINGS, AS PER PLAN | 230 CY |
| 511E53014 | CLASS QC3 CONCRETE, MISC.: CONCRETE WITH QC/QA, BRIDGE DECK (MEDIAN RAILING), AS PER PLAN | 66 CY |
| 511E53014 | CLASS QC3 CONCRETE, MISC.: CONCRETE WITH QC/QA, BRIDGE DECK, AS PER PLAN | 845 CY |
| 512E10100 | SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 1,348 SY |
| 512E10300 | SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 72 SY |
| 512E33000 | TYPE 2 WATERPROOFING | 61 SY |
| 513E10280 | STRUCTURAL STEEL MEMBERS, LEVEL 4 | 834,999 LB |
| 513E20000 | WELDED STUD SHEAR CONNECTORS | 6,696 EACH |
| 514E00061 | FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT, AS PER PLAN | 2,629 SF |
| 514E00067 | FIELD PAINTING STRUCTURAL STEEL, FINISH COAT, AS PER PLAN | 2,629 SF |
| 516E13600 | 1" PREFORMED EXPANSION JOINT FILLER | 524 SF |
| 516E13800 | 1-1/2" PREFORMED EXPANSION JOINT FILLER | 142 SF |
| 516E13900 | 2" PREFORMED EXPANSION JOINT FILLER | 198 SF |
| 516E14020 | SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 491 FT |
| 516E44401 | ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE, AS PER PLAN, 14"X13"X4.77" ELAST. PAD AND TOP/BOT. LOAD PLATES | 36 EACH |
| 518E21200 | POROUS BACKFILL WITH GEOTEXTILE FABRIC | 180 CY |
| 518E40000 | 6" PERFORATED CORRUGATED PLASTIC PIPE | 317 FT |
| 518E40010 | 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS | 71 FT |
| 523E20000 | DYNAMIC LOAD TESTING | 8 EACH |
| 523E20500 | RESTRIKE | 8 EACH |
| 526E30001 | REINFORCED CONCRETE APPROACH SLABS (T=17"), AS PER PLAN | 1,028 SY |
| 526E90010 | TYPE A INSTALLATION | 422 FT |
| 601E20000 | CRUSHED AGGREGATE SLOPE PROTECTION | 948 SY |
| 867E00100 | TEMPORARY WIRE FACED MECHANICALLY STABILIZED EARTH WALL (WALL D) | Lump sum |
| 867E00100 | TEMPORARY WIRE FACED MECHANICALLY STABILIZED EARTH WALL (WALL E) | Lump sum |
| 867E00100 | TEMPORARY WIRE FACED MECHANICALLY STABILIZED EARTH WALL (WALL F) | Lump sum |
| 202E11003 | STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | Lump sum |
| 202E22900 | APPROACH SLAB REMOVED | 407 SY |
| 503E11101 | COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN (WALL F1) | Lump sum |
| 503E11101 | COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN (WALL F2) | Lump sum |
| 503E11101 | COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN (WALL G1) | Lump sum |
| 503E11101 | COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN (WALL G2) | Lump sum |
| 503E21300 | UNCLASSIFIED EXCAVATION | Lump sum |
| 505E11100 | PILE DRIVING EQUIPMENT MOBILIZATION | Lump sum |
| 507E00700 | 16" CAST-IN-PLACE REINFORCED CONCRETE PILES, DRIVEN | 11,625 FT |
| 507E00750 | 16" CAST-IN-PLACE REINFORCED CONCRETE PILES, FURNISHED | 12,400 FT |
| 509E10000 | EPOXY COATED STEEL REINFORCEMENT | 207,660 LB |
| 509E30020 | NO. 4 DEFORMED GFRP REINFORCEMENT | 4,288 FT |
| 509E30030 | NO. 5 DEFORMED GFRP REINFORCEMENT | 627 FT |
| 509E30040 | NO. 6 DEFORMED GFRP REINFORCEMENT | 4,168 FT |
| 511E33501 | SEMI-INTEGRAL DIAPHRAGM GUIDE, AS PER PLAN | 4 EACH |
| 511E34463 | CLASS QC SCC CONCRETE WITH QC/QA, BRIDGE DECK (PARAPET), AS PER PLAN | 30 CY |
| 511E46512 | CLASS QC1 CONCRETE WITH QC/QA, FOOTING | 372 CY |
| 511E53014 | CLASS QC3 CONCRETE, MISC.: CONCRETE WITH QC/QA, ABUTMENT NOT INCLUDING FOOTING, AS PER PLAN | 148 CY |
| 511E53014 | CLASS QC3 CONCRETE, MISC.: CONCRETE WITH QC/QA, BRIDGE DECK (MEDIAN PARAPET), AS PER PLAN | 36 CY |
| 511E53014 | CLASS QC3 CONCRETE, MISC.: CONCRETE WITH QC/QA, BRIDGE DECK, AS PER PLAN | 689 CY |
| 512E10100 | SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 1,434 SY |
| 512E33000 | TYPE 2 WATERPROOFING | 9 SY |
| 515E15010 | DRAPED STRAND PRESTRESSED CONCRETE BRIDGE I-BEAM MEMBERS, LEVEL 3, TYPE 3 (LENGTH = 76'-8") | 24 EACH |
| 515E15010 | DRAPED STRAND PRESTRESSED CONCRETE BRIDGE I-BEAM MEMBERS, LEVEL 3, TYPE 3 (LENGTH = 77'-1 1/4") | 1 EACH |
| 515E20000 | INTERMEDIATE DIAPHRAGMS | 23 EACH |
| 516E13600 | 1" PREFORMED EXPANSION JOINT FILLER | 41 SF |
| 516E13900 | 2" PREFORMED EXPANSION JOINT FILLER | 91 SF |
| 516E14020 | SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 454 FT |
| 516E44200 | ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE 1'-1" X 1'-8" X 3 13/16" | 50 EACH |
| 523E20000 | DYNAMIC LOAD TESTING | 4 EACH |
| 523E20500 | RESTRIKE | 4 EACH |
| 526E30001 | REINFORCED CONCRETE APPROACH SLABS (T=17"), AS PER PLAN | 1,404 SY |
| 526E90010 | TYPE A INSTALLATION | 422 FT |
| 622E25001 | CONCRETE BARRIER END SECTION, TYPE D, AS PER PLAN | 2 EACH |
| 846E00110 | POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 176 CF |
| 202E11003 | STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | Lump sum |
| 202E22900 | APPROACH SLAB REMOVED | 473 SY |
| 503E11101 | COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN (WALL A) | Lump sum |
| 503E11101 | COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN (WALL B) | Lump sum |
| 503E11101 | COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN (WALL C) | Lump sum |
| 503E11101 | COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN (WALL D) | Lump sum |
| 503E21300 | UNCLASSIFIED EXCAVATION | Lump sum |
| 505E11100 | PILE DRIVING EQUIPMENT MOBILIZATION | Lump sum |
| 507E00500 | 12" CAST-IN-PLACE REINFORCED CONCRETE PILES, DRIVEN | 7,940 FT |
| 507E00550 | 12" CAST-IN-PLACE REINFORCED CONCRETE PILES, FURNISHED | 8,550 FT |
| 509E10000 | EPOXY COATED STEEL REINFORCEMENT | 146,644 LB |
| 509E30020 | NO. 4 DEFORMED GFRP REINFORCEMENT | 3,318 FT |
| 509E30030 | NO. 5 DEFORMED GFRP REINFORCEMENT | 1,251 FT |
| 509E30040 | NO. 6 DEFORMED GFRP REINFORCEMENT | 2,170 FT |
| 511E33501 | SEMI-INTEGRAL DIAPHRAGM GUIDE, AS PER PLAN | 8 EACH |
| 511E34463 | CLASS QC SCC CONCRETE WITH QC/QA, BRIDGE DECK (PARAPET), AS PER PLAN | 26 CY |
| 511E46513 | CLASS QC1 CONCRETE WITH QC/QA, FOOTING, AS PER PLAN | 316 CY |
| 511E53014 | CLASS QC3 CONCRETE, MISC.: CONCRETE WITH QC/QA, ABUTMENT, AS PER PLAN | 152 CY |
| 511E53014 | CLASS QC3 CONCRETE, MISC.: CONCRETE WITH QC/QA, BRIDGE DECK (MEDIAN PARAPET), AS PER PLAN | 32 CY |
| 511E53014 | CLASS QC3 CONCRETE, MISC.: CONCRETE WITH QC/QA, BRIDGE DECK, AS PER PLAN | 540 CY |
| 512E10100 | SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 1,010 SY |
| 512E33000 | TYPE 2 WATERPROOFING | 7 SY |
| 513E10220 | STRUCTURAL STEEL MEMBERS, LEVEL 1 | 328,782 LB |
| 513E20000 | WELDED STUD SHEAR CONNECTORS | 7,383 EACH |
| 514E00061 | FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT, AS PER PLAN | 18,231 SF |
| 514E00067 | FIELD PAINTING STRUCTURAL STEEL, FINISH COAT, AS PER PLAN | 18,231 SF |
| 514E10000 | FINAL INSPECTION REPAIR | 10 EACH |
| 516E10010 | ARMORLESS PREFORMED JOINT SEAL | 396 FT |
| 516E13600 | 1" PREFORMED EXPANSION JOINT FILLER | 353 SF |
| 516E13900 | 2" PREFORMED EXPANSION JOINT FILLER | 44 SF |
| 516E14020 | SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 414 FT |
| 516E44101 | ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE, AS PER PLAN 12"X12"X3.12" WITH 13"X13"X1.5" LOAD PLATE | 46 EACH |
| 523E20000 | DYNAMIC LOAD TESTING | 2 EACH |
| 523E20500 | RESTRIKE | 2 EACH |
| 526E30001 | REINFORCED CONCRETE APPROACH SLABS (T=17"), AS PER PLAN | 1,267 SY |
| 526E90030 | TYPE C INSTALLATION | 396 FT |
| 503E21301 | UNCLASSIFIED EXCAVATION, AS PER PLAN | Lump sum |
| 507E00400 | STEEL PILES, MISC.: SOLDIER PILES HP12X53 | 2,329 FT |
| 507E00400 | STEEL PILES, MISC.: SOLDIER PILES W18X86 | 1,779 FT |
| 509E10000 | EPOXY COATED STEEL REINFORCEMENT | 50,490 LB |
| 511E46011 | CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDING FOOTING, AS PER PLAN | 490 CY |
| 512E10101 | SEALING OF CONCRETE SURFACES (EPOXY-URETHANE), AS PER PLAN | 1,012 SY |
| 512E33001 | TYPE 2 WATERPROOFING, AS PER PLAN | 136 SY |
| 516E13600 | 1" PREFORMED EXPANSION JOINT FILLER | 1,024 SF |
| 518E20000 | PREFABRICATED GEOCOMPOSITE DRAIN | 1,239 SY |
| 518E39900 | 4" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS | 256 FT |
| 524E94503 | DRILLED SHAFTS, 24" DIAMETER, ABOVE BEDROCK, AS PER PLAN | 2,478 FT |
| 524E94603 | DRILLED SHAFTS, 30" DIAMETER, ABOVE BEDROCK, AS PER PLAN | 2,234 FT |
| 530E51020 | SPECIAL - RETAINING WALL, TIMBER LAGGING TIMBER LAGGING | 11,499 SF |
| 201E11001 | CLEARING AND GRUBBING, AS PER PLAN | Lump sum |
| 202E20010 | HEADWALL REMOVED | 2 EACH |
| 202E23001 | PAVEMENT REMOVED, AS PER PLAN | 114,234 SY |
| 202E23500 | WEARING COURSE REMOVED | 114,234 SY |
| 202E30000 | WALK REMOVED | 9,358 SF |
| 202E30700 | CONCRETE BARRIER REMOVED | 10,796 FT |
| 202E32000 | CURB REMOVED | 7,733 FT |
| 202E32600 | GUTTER REMOVED | 354 FT |
| 202E35100 | PIPE REMOVED, 24" DIAMETER AND UNDER | 4,704 FT |
| 202E35200 | PIPE REMOVED, OVER 24" DIAMETER | 1,450 FT |
| 202E38000 | GUARDRAIL REMOVED | 8,349 FT |
| 202E58000 | MANHOLE REMOVED | 22 EACH |
| 202E58100 | CATCH BASIN REMOVED | 40 EACH |
| 202E58200 | INLET REMOVED | 14 EACH |
| 202E58400 | INLET ABANDONED | 7 EACH |
| 620E00500 | DELINEATOR, POST GROUND MOUNTED | 59 EACH |
| 620E11000 | DELINEATOR, BRACKET MOUNTED | 6 EACH |
| 620E31200 | REMOVAL OF DELINEATOR | 16 EACH |
| 620E60000 | DELINEATOR, POST SURFACE MOUNTED | 7 EACH |
| 621E00100 | RPM | 1,209 EACH |
| 621E54000 | RAISED PAVEMENT MARKER REMOVED | 755 EACH |
| 625E32000 | GROUND ROD | 16 EACH |
| 630E03100 | GROUND MOUNTED SUPPORT, NO. 3 POST | 1,163 FT |
| 630E04100 | GROUND MOUNTED SUPPORT, NO. 4 POST | 48 FT |
| 630E06400 | GROUND MOUNTED STRUCTURAL BEAM SUPPORT, S4X7.7 | 97.2 FT |
| 630E06500 | GROUND MOUNTED STRUCTURAL BEAM SUPPORT, W6X9 | 32.9 FT |
| 630E07500 | GROUND MOUNTED STRUCTURAL BEAM SUPPORT, W10X22 | 47 FT |
| 630E08000 | GROUND MOUNTED STRUCTURAL BEAM SUPPORT, W12X30 | 53.6 FT |
| 630E08004 | ONE WAY SUPPORT, NO. 3 POST | 12 FT |
| 602E20000 | CONCRETE MASONRY | 11 CY |
| 605E11100 | 6" SHALLOW PIPE UNDERDRAINS | 39,512 FT |
| 605E13300 | 6" UNCLASSIFIED PIPE UNDERDRAINS | 2,666 FT |
| 605E14000 | 6" BASE PIPE UNDERDRAINS | 32,697 FT |
| 611E00510 | 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 4,500 FT |
| 611E00900 | 6" CONDUIT, TYPE B | 100 FT |
| 611E01100 | 6" CONDUIT, TYPE C | 100 FT |
| 611E01400 | 6" CONDUIT, TYPE E | 100 FT |
| 611E01500 | 6" CONDUIT, TYPE F | 100 FT |
| 611E05900 | 15" CONDUIT, TYPE B, 706.02, JOINTS PER 706.11 | 198 FT |
| 611E05901 | 15" CONDUIT, TYPE B, AS PER PLAN | 4,091 FT |
| 611E06100 | 15" CONDUIT, TYPE C | 613 FT |
| 611E06100 | 15" CONDUIT, TYPE C, 706.02, JOINTS PER 706.11 | 66 FT |
| 611E06700 | 15" CONDUIT, TYPE F, 707.05 TYPE C, 707.21 OR 707.33 | 173 FT |
| 611E07401 |
| 253E90000 | PAVEMENT REPAIR, MISC.: PERFORMED IN 2027 | 400 CY |
| 253E90000 | PAVEMENT REPAIR, MISC.: PERFORMED IN 2028 | 400 CY |
| 253E90000 | PAVEMENT REPAIR, MISC.: PERFORMED IN 2029 | 400 CY |
| 441E70201 | ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1, (449), AS PER PLANPG-64-22 | 408 CY |
| 503E11101 | COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN, TS1 | Lump sum |
| 503E11101 | COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN, TS2 | Lump sum |
| 503E11101 | COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN, TS3 | Lump sum |
| 503E11101 | COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN, TS4 | Lump sum |
| 503E11101 | COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN, TS5 | Lump sum |
| 503E11101 | COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN, TS6 | Lump sum |
| 503E11101 | COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN, TS7 | Lump sum |
| 503E11101 | COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN, TS8 | Lump sum |
| 606E60040 | IMPACT ATTENUATOR, TYPE 3 UNIDIRECTIONAL, 60 MPH, 48" WIDE |
| 202E62000 | JUNCTION BOX REMOVED | 1 EACH |
| 625E00450 | CONNECTION, FUSED PULL APART | 88 EACH |
| 625E00451 | CONNECTION, FUSED PULL APART, AS PER PLAN | 14 EACH |
| 625E00480 | CONNECTION, UNFUSED PERMANENT | 48 EACH |
| 625E10494 | LIGHT POLE, LOW MAST, ALM50 | 38 EACH |
| 625E10503 | LIGHT POLE (INSTALLATION ONLY), AS PER PLAN | 9 EACH |
| 625E13200 | LIGHT TOWER, BBBB100 | 5 EACH |
| 625E13400 | LIGHT TOWER, BBBBBB100 | 6 EACH |
| 625E14001 | LIGHT POLE FOUNDATION, 24" X 6' DEEP, AS PER PLAN | 3 EACH |
| 625E14306 | MEDIAN LIGHT POLE FOUNDATION, 10' DEEP | 42 EACH |
| 625E14307 | MEDIAN LIGHT POLE FOUNDATION, 10' DEEP, AS PER PLAN | 2 EACH |
| 625E15100 | LIGHT TOWER FOUNDATION, 36" X 20' DEEP | 4 EACH |
| 625E15200 | LIGHT TOWER FOUNDATION, 36" X 25' DEEP | 4 EACH |
| 625E15700 | LIGHT TOWER FOUNDATION, MISC.:, MEDIAN, 36" X 20' DEEP | 4 EACH |
| 625E25400 | CONDUIT, 2", 725.04 | 38 FT |
| 625E25408 | CONDUIT, 2", 725.051 | 56 FT |
| 625E25500 | CONDUIT, 3", 725.04 | 463 FT |
| 625E25504 | CONDUIT, 3", 725.051 | 174 FT |
| 625E25902 | CONDUIT, JACKED OR DRILLED, 725.04, 3" | 305 FT |
| 625E29000 | TRENCH | 1,562 FT |
| 625E30700 | PULL BOX, 725.08, 18" | 8 EACH |
| 625E31510 | PULL BOX REMOVED | 47 EACH |
| 625E32000 | GROUND ROD | 13 EACH |
| 625E36010 | UNDERGROUND WARNING MARKING TAPE | 1,562 FT |
| 625E75510 | POWER SERVICE REMOVED | 2 EACH |
| 625E76000 | ARC FLASH CALCULATIONS AND LABEL, CCTV #113 | 1 EACH |
| 625E76000 | ARC FLASH CALCULATIONS AND LABEL, CCTV #12 | 1 EACH |
| 625E76000 | ARC FLASH CALCULATIONS AND LABEL, DMS #12 | 1 EACH |
| 625E76000 |
| 203E10001 | EXCAVATION, AS PER PLAN, ADDITIONAL EXCAVATION, (CIN. 1119) | 5 CY |
| 203E10001 | EXCAVATION, AS PER PLAN, EXPLORATORY EXCAVATION, (CIN. 1120) | 5 CY |
| 509E25000 | UNCOATED STEEL REINFORCEMENT, (CIN. 509) | 216 LB |
| 602E20001 | CONCRETE MASONRY, AS PER PLAN, CONCRETE, CLASS C, (CIN. 1110) | 2 CY |
| 602E98200 | MASONRY, MISC.: BRICK MASONRY, (CIN. 602) | 1 CY |
| 638E11602 | SPECIAL - 6" WATER MAIN DIP AND FITTINGS, FURNISHING AND LAYING 6" DUCTILE IRON PIPE AND FITTINGS, (CIN. 1101) | 19 FT |
| 638E11604 | SPECIAL - 8" WATER MAIN DIP AND FITTINGS, FURNISHING AND LAYING 8" DUCTILE IRON PIPE AND FITTINGS, (CIN. 1101) | 145 FT |
| 638E11608 | SPECIAL - 12" WATER MAIN DIP AND FITTINGS, FURNISHING AND LAYING 12" DUCTILE IRON PIPE FITTINGS, (CIN. 1101) | 5 FT |
| 638E11610 | SPECIAL - 16" WATER MAIN DIP AND FITTINGS, FURNISHING AND LAYING 16" DUCTILE IRON PIPE AND FITTINGS, (CIN. 1101) | 20 FT |
| 638E20498 | SPECIAL - VALVE BOX, FURNISHING AND INSTALLING VALVE BOX, COMPLETE (CIN. 1116) | 3 EACH |
| 638E20500 | SPECIAL - VALVE BOX ADJUSTED TO GRADE, (CIN. 1125) | 8 EACH |
| 638E20750 | SPECIAL - 6" FIRE HYDRANT, FURNISHING AND INSTALLING FIRE HYDRANT, (CIN. 1112) |
| 601E21050 | TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 22 SY |
| 601E21060 | TIED CONCRETE BLOCK MAT WITH TYPE 2 UNDERLAYMENT | 47 SY |
| 601E32200 | ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 11 CY |
| 601E37500 | PAVED GUTTER, TYPE 1-2 | 110 FT |
| 659E00100 | SOIL ANALYSIS TEST | 2 EACH |
| 659E00300 | TOPSOIL | 10,306 CY |
| 659E10000 | SEEDING AND MULCHING | 92,843 SY |
| 659E14000 | REPAIR SEEDING AND MULCHING | 4,643 SY |
| 659E15000 | INTER-SEEDING | 4,643 SY |
| 659E20000 | COMMERCIAL FERTILIZER | 12.9 TON |
| 659E31000 | LIME | 19.19 ACRE |
| 659E35000 | WATER | 527 MGAL |
| 659E40000 | MOWING | 209 MSF |
| 670E00700 | DITCH EROSION PROTECTION | 6,334 SY |
| 832E15000 | STORM WATER POLLUTION PREVENTION PLAN |
| 254E01000 | PAVEMENT PLANING, ASPHALT CONCRETE, 1.5" DEPTH | 30,877 SY |
| 254E01000 | PAVEMENT PLANING, ASPHALT CONCRETE, VARIABLE DEPTH | 3,216 SY |
| 255E15000 | FULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, TYPE 1, CLASS QC MS | 494 SY |
| 302E56000 | ASPHALT CONCRETE BASE, PG64-22, (449) | 56,347 CY |
| 304E20000 | AGGREGATE BASE | 28,046 CY |
| 407E20000 | NON-TRACKING TACK COAT | 26,622 GAL |
| 441E50000 | ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 | 134 CY |
| 441E50200 | ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1, (448) | 94 CY |
| 442E00100 | ANTI-SEGREGATION EQUIPMENT | 15,155 CY |
| 442E10080 | ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYPE A (446) | 7,451 CY |
| 442E10301 | ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A (447), AS PER PLAN | 7,620 CY |
| 452E12010 | 8" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | 47 SY |
| 452E16010 | 13" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | 4,293 SY |
| 611E01800 | 8" CONDUIT, TYPE B WITH CLASS II BEDDING | 292 FT |
| 611E02000 | 8" CONDUIT, TYPE C WITH CLASS II BEDDING | 100 FT |
| 611E19400 | 42" CONDUIT, TYPE B WITH CLASS II BEDDING | 21 FT |
| 611E19600 | 42" CONDUIT, TYPE C WITH CLASS II BEDDING | 60 FT |
| 611E23800 | 60" CONDUIT, TYPE B WITH CLASS II BEDDING | 233 FT |
| 611E99690 | MANHOLE, MISC.: SANITARY MANHOLE ADJUST TO GRADE PER MSD STD ACC. NO 49058-A | 2 EACH |
| 611E99690 | MANHOLE, MISC.: SANITARY MANHOLE PER MSD STD ACC. NO 49003 | 1 EACH |
| 611E99690 | MANHOLE, MISC.: SANITARY MANHOLE PER MSD STD ACC. NO 49037 | 1 EACH |
| 611E99690 | MANHOLE, MISC.: SANITARY MANHOLE PER MSD STD ACC. NO 49040 | 3 EACH |
| 611E99690 | MANHOLE, MISC.: SANITARY MANHOLE PER MSD STD ACC. NO 49049 | 1 EACH |
| 100E51100 | DEPARTMENT'S SHARE OF THE DISPUTE RESOLUTION BOARD | 220,000 EACH |
| 103E05000 | PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND | Lump sum |
| 108E10000 | CPM PROGRESS SCHEDULE | Lump sum |
| 111E10100 | SPECIAL - DEPARTMENTS SHARE FACILITATED PARTNERING COSTS | 11,000 EACH |
| 614E11000 | MAINTAINING TRAFFIC | Lump sum |
| 619E16021 | FIELD OFFICE, TYPE C, AS PER PLAN | 48 MNTH |
| 623E10000 | CONSTRUCTION LAYOUT STAKES AND SURVEYING | Lump sum |
| 624E10001 | MOBILIZATION, AS PER PLAN | Lump sum |
| 513E95000 | STRUCTURAL STEEL, MISC.: C10X15.3 | 36 FT |
| 513E95000 | STRUCTURAL STEEL, MISC.: L4X4X1/2 | 5 FT |
| 513E95030 | STRUCTURAL STEEL, MISC.: 5/8" DIA. A325 BOLTS | 11 EACH |
| 513E95030 | STRUCTURAL STEEL, MISC.: 5/8" DIA. THREADED ANCHOR BOLTS | 19 EACH |
| 606E10210 | SPECIAL - NOISE BARRIER (REFLECTIVE) | 25,265 SF |
| 606E10920 | SPECIAL - NOISE BARRIER (METAL PANELS) | 36 SF |
| 606E10920 | SPECIAL - NOISE BARRIER (REFLECTIVE), PARAPET MOUNTED | 8,562 SF |
| 503E11100 | COFFERDAMS AND EXCAVATION BRACING, STORMWATER DETENTION SYSTEM 3 | Lump sum |
| 503E11101 | COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN, STORMWATER DETENTION SYSTEM 2 | Lump sum |
| 809E69101 | STOP LINE RADAR DETECTION, AS PER PLAN | 1 EACH |
| 601E21000 | CONCRETE SLOPE PROTECTION | 77 SY |
| 601E37500 | PAVED GUTTER, TYPE 1-2 | 807 FT |
| 611E01100 | 6" CONDUIT, TYPE C | 379 FT |
| 866E00100 | GROUND ANCHOR 30 KIP MAX TEST LOAD | 3 EACH |
| 866E00100 | GROUND ANCHOR 63 KIP MAX TEST LOAD | 39 EACH |
| 866E00100 | GROUND ANCHOR 89 KIP MAX TEST LOAD | 39 EACH |
| 866E00300 | INVESTIGATIVE ANCHOR PULLOUT TESTS | Lump sum |
| 866E00400 | PERFORMANCE TEST | 5 EACH |
| 866E00500 | EXTENDED CREEP TEST | 2 EACH |
| 203E22000 | EMBANKMENT, USING NATURAL SOILS, 703.16.A | 42 CY |
| 503E11100 | COFFERDAMS AND EXCAVATION BRACING | Lump sum |
| 503E11101 | COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | Lump sum |
| 503E21301 | UNCLASSIFIED EXCAVATION, AS PER PLAN | Lump sum |
| 509E10000 | EPOXY COATED STEEL REINFORCEMENT | 17,651 LB |
| 511E50212 | CLASS QC1 CONCRETE WITH QC/QA, SUBSTRUCTURE | 176 CY |
| 512E10100 | SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 151 SY |
| 512E33000 | TYPE 2 WATERPROOFING | 23 SY |
| 516E13400 | 3/4" PREFORMED EXPANSION JOINT FILLER | 19 SF |
| 516E13600 | 1" PREFORMED EXPANSION JOINT FILLER | 42 SF |
| 518E21200 | POROUS BACKFILL WITH GEOTEXTILE FABRIC | 71 CY |
| 518E40000 | 6" PERFORATED CORRUGATED PLASTIC PIPE | 191 FT |
| 518E40010 | 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS | 10 FT |
| 518E42200 | 8" PERFORATED CORRUGATED STEEL PIPE, 707.01 | 22 FT |
| 518E42300 | 8" NON-PERFORATED CORRUGATED STEEL PIPE, INCLUDING SPECIALS, | 2 FT |
| 530E13000 | SPECIAL - FORM LINER | 153 SF |
| 601E37500 | PAVED GUTTER, TYPE 1-2 | 252 FT |
| 601E37501 | PAVED GUTTER, TYPE 1-2, AS PER PLAN | 28 FT |
| 202E11200 | PORTIONS OF STRUCTURE REMOVED | Lump sum |
| 203E20000 | EMBANKMENT | 3,877 CY |
| 203E35110 | GRANULAR MATERIAL, TYPE B | 7,789 CY |
| 203E35111 | GRANULAR MATERIAL, TYPE B, AS PER PLAN | 2,468 CY |
| 203E65000 | SPECIAL - SETTLEMENT PLATFORM | 31 EACH |
| 503E11101 | COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | Lump sum |
| 512E10101 | SEALING OF CONCRETE SURFACES (EPOXY-URETHANE), AS PER PLAN | 7,519 SY |
| 516E13200 | 1/2" PREFORMED EXPANSION JOINT FILLER | 752 SF |
| 516E13600 | 1" PREFORMED EXPANSION JOINT FILLER | 472 SF |
| 516E13900 | 2" PREFORMED EXPANSION JOINT FILLER | 24 SF |
| 517E76300 | RAILING, MISC.: TRAFFIC BARRIER ON MSE WALL | 106 FT |
| 517E80010 | RAILING (COMBINATION NOISE AND TRAFFIC BARRIER ON MSE WALL WITH FLEXIBLE PAVEMENT) | 1,355 FT |
| 601E21000 | CONCRETE SLOPE PROTECTION | 236 SY |
| 601E37500 | PAVED GUTTER, TYPE 1-2 | 23 FT |
| 690E98400 | SPECIAL - TEMPORARY SURCHARGE WALL B | Lump sum |
| 690E98400 | SPECIAL - TEMPORARY SURCHARGE WALL C | Lump sum |
| 690E98400 | SPECIAL - TEMPORARY SURCHARGE WALL F | Lump sum |
| 690E98400 | SPECIAL - TEMPORARY SURCHARGE WALL G | Lump sum |
| 690E98400 | SPECIAL - TEMPORARY SURCHARGE WALL H1 | Lump sum |
| 690E98400 | SPECIAL - TEMPORARY SURCHARGE WALL I1 | Lump sum |
| 840E20001 | MECHANICALLY STABILIZED EARTH WALL, AS PER PLAN | 55,426 SF |
| 840E21000 | WALL EXCAVATION | 28,818 CY |
| 840E22000 | FOUNDATION PREPARATION | 5,153 SY |
| 840E22001 | FOUNDATION PREPARATION, AS PER PLAN | 2,583 SY |
| 840E23000 | SELECT GRANULAR BACKFILL | 44,190 CY |
| 840E23050 | NATURAL SOIL | 257 CY |
| 840E25010 | 6" DRAINAGE PIPE, PERFORATED | 6,692 FT |
| 840E25020 | 6" DRAINAGE PIPE, NON-PERFORATED | 369 FT |
| 840E26000 | CONCRETE COPING | 2,969 FT |
| 840E26050 | AESTHETIC SURFACE TREATMENT | 49,485 SF |
| 840E27000 | ON-SITE ASSISTANCE | 12 DAY |
| 867E00100 | TEMPORARY WIRE FACED MECHANICALLY STABILIZED EARTH WALL (WALL C-1) | Lump sum |
| 867E00100 | TEMPORARY WIRE FACED MECHANICALLY STABILIZED EARTH WALL (WALL C-2) | Lump sum |
| 867E00100 | TEMPORARY WIRE FACED MECHANICALLY STABILIZED EARTH WALL (WALL F1) | Lump sum |
| 867E00100 | TEMPORARY WIRE FACED MECHANICALLY STABILIZED EARTH WALL (WALL F2) | Lump sum |
| 867E00100 | TEMPORARY WIRE FACED MECHANICALLY STABILIZED EARTH WALL (WALL G1) | Lump sum |
| 867E00100 | TEMPORARY WIRE FACED MECHANICALLY STABILIZED EARTH WALL (WALL G2) | Lump sum |
| 867E00100 | TEMPORARY WIRE FACED MECHANICALLY STABILIZED EARTH WALL (WALL H1-1) | Lump sum |
| 867E00100 | TEMPORARY WIRE FACED MECHANICALLY STABILIZED EARTH WALL (WALL H1-2) | Lump sum |
| 867E00100 | TEMPORARY WIRE FACED MECHANICALLY STABILIZED EARTH WALL (WALL I1-1) | Lump sum |
| 867E00100 | TEMPORARY WIRE FACED MECHANICALLY STABILIZED EARTH WALL (WALL I1-2) | Lump sum |
| 202E58401 | INLET ABANDONED, AS PER PLAN | 1 EACH |
| 202E58500 | CATCH BASIN ABANDONED | 8 EACH |
| 202E58700 | MANHOLE ABANDONED | 18 EACH |
| 202E58701 | MANHOLE ABANDONED, AS PER PLAN | 1 EACH |
| 202E70000 | SPECIAL - FILL AND PLUG EXISTING CONDUIT, VARIES | 6,327 FT |
| 202E75000 | FENCE REMOVED | 10,719 FT |
| 202E98100 | REMOVAL MISC.: DRAINAGE STRUCTURE ABANDONED, AS PER PLAN NR) | 56 EACH |
| 202E98200 | REMOVAL MISC.: ABANDONED WATER LINE | 230 FT |
| 202E98200 | REMOVAL MISC.: DRAINAGE PIPE ABANDONED, AS PER PLAN | 1,824 FT |
| 203E10000 | EXCAVATION | 125,629 CY |
| 203E10001 | EXCAVATION, AS PER PLAN | 73 CY |
| 203E20000 | EMBANKMENT | 144,041 CY |
| 204E10000 | SUBGRADE COMPACTION | 1,843 SY |
| 204E45000 | PROOF ROLLING | 92 HOUR |
| 206E10500 | CEMENT | 4,902 TON |
| 206E11000 | CURING COAT | 162,367 SY |
| 206E15020 | CEMENT STABILIZED SUBGRADE, 14 INCHES DEEP | 162,367 SY |
| 206E30000 | MIXTURE DESIGN FOR CHEMICALLY STABILIZED SOILS | Lump sum |
| 516E13600 | 1" PREFORMED EXPANSION JOINT FILLER | 1,257 SF |
| 606E15050 | GUARDRAIL, TYPE MGS | 7,453 FT |
| 606E15100 | GUARDRAIL, TYPE MGS WITH LONG POSTS | 75 FT |
| 606E26150 | ANCHOR ASSEMBLY, MGS TYPE E | 12 EACH |
| 606E26550 | ANCHOR ASSEMBLY, MGS TYPE T | 5 EACH |
| 606E35002 | MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 15 EACH |
| 606E35102 | MGS BRIDGE TERMINAL ASSEMBLY, TYPE 2 | 9 EACH |
| 607E23000 | FENCE, TYPE CLT | 13,863 FT |
| 607E70000 | FENCELINE SEEDING AND MULCHING | 13,863 FT |
| 608E10000 | 4" CONCRETE WALK | 15,435 SF |
| 608E52000 | CURB RAMP | 841 SF |
| 622E10100 | CONCRETE BARRIER, SINGLE SLOPE, TYPE B1 | 5,151 FT |
| 622E10101 | CONCRETE BARRIER, SINGLE SLOPE, TYPE B1, AS PER PLAN | 85 FT |
| 622E10140 | CONCRETE BARRIER, SINGLE SLOPE, TYPE C1 | 1,957 FT |
| 622E10141 | CONCRETE BARRIER, SINGLE SLOPE, TYPE C1, AS PER PLAN | 158 FT |
| 622E10160 | CONCRETE BARRIER, SINGLE SLOPE, TYPE D | 3,992 FT |
| 622E10200 | BARRIER TRANSITION | 2 EACH |
| 622E25000 | CONCRETE BARRIER END SECTION, TYPE D | 20 EACH |
| 622E25006 | CONCRETE BARRIER, END ANCHORAGE, REINFORCED, TYPE B1 | 52 EACH |
| 622E25007 | CONCRETE BARRIER, END ANCHORAGE, REINFORCED, TYPE B1, AS PER PLAN | 7 EACH |
| 622E25014 | CONCRETE BARRIER, END ANCHORAGE, REINFORCED, TYPE C1 | 16 EACH |
| 622E25015 | CONCRETE BARRIER, END ANCHORAGE, REINFORCED, TYPE C1, AS PER PLAN | 4 EACH |
| 622E25050 | CONCRETE BARRIER, END ANCHORAGE, REINFORCED, TYPE D | 39 EACH |
| 622E25051 | CONCRETE BARRIER, END ANCHORAGE, REINFORCED, TYPE D, AS PER PLAN | 3 EACH |
| 626E00102 | BARRIER REFLECTOR, TYPE 1, 1 WAY | 294 EACH |
| 626E00110 | BARRIER REFLECTOR, TYPE 2, 1 WAY | 81 EACH |
| 690E65020 | SPECIAL - WORK INVOLVING WATER | 10,000 GAL |
| 690E65022 | SPECIAL - WORK INVOLVING NON-REGULATED WATER | 15,000 GAL |
| 690E70100 | SPECIAL - ASBESTOS ABATEMENT FRIABLE MATERIAL, SFN 3110036 | 50 SF |
| 690E70100 | SPECIAL - ASBESTOS ABATEMENT FRIABLE MATERIAL, SFN 3110087 | 50 SF |
| 690E70100 | SPECIAL - ASBESTOS ABATEMENT FRIABLE MATERIAL, SFN 3110176 | 50 SF |
| 690E70100 | SPECIAL - ASBESTOS ABATEMENT FRIABLE MATERIAL, SFN 3113779 | 50 SF |
| 690E70100 | SPECIAL - ASBESTOS ABATEMENT NON-FRIABLE MATERIAL, SFN 3110036 | 160 SF |
| 690E70100 | SPECIAL - ASBESTOS ABATEMENT NON-FRIABLE MATERIAL, SFN 3110087 | 160 SF |
| 690E70100 | SPECIAL - ASBESTOS ABATEMENT NON-FRIABLE MATERIAL, SFN 3110176 | 160 SF |
| 690E70100 | SPECIAL - ASBESTOS ABATEMENT NON-FRIABLE MATERIAL, SFN 3113779 | 160 SF |
| 690E70120 | SPECIAL - ASBESTOS ABATEMENT PIPE, SFN 3110036 | 260 FT |
| 690E70120 | SPECIAL - ASBESTOS ABATEMENT PIPE, SFN 3110087 | 260 FT |
| 690E70120 | SPECIAL - ASBESTOS ABATEMENT PIPE, SFN 3110176 | 260 FT |
| 690E70120 | SPECIAL - ASBESTOS ABATEMENT PIPE, SFN 3113779 | 260 FT |
| 690E71050 | SPECIAL - ASBESTOS INSPECTION, VARIOUS STRUCTURES | 4 EACH |
| 690E98400 | SPECIAL - CONTAMINATED MATERIAL INSPECTION AND TESTING | Lump sum |
| 690E98600 | SPECIAL - MISC.: DRAINAGE SYSTEM CLEANING, 36" AND UNDER | 200 HOUR |
| 690E98600 | SPECIAL - MISC.: DRAINAGE SYSTEM CLEANING, OVER 36" | 100 HOUR |
| 878E25000 | INSPECTION AND COMPACTION TESTING OF UNBOUND MATERIALS | Lump sum |
| 630E08600 | SIGN POST REFLECTOR | 61 EACH |
| 630E09000 | BREAKAWAY STRUCTURAL BEAM CONNECTION | 12 EACH |
| 630E72340 | OVERHEAD SIGN SUPPORT, TYPE TC-12.31, DESIGN 12 | 5 EACH |
| 630E72410 | OVERHEAD SIGN SUPPORT, TYPE TC-15.116, DESIGN 1 | 3 EACH |
| 630E72430 | OVERHEAD SIGN SUPPORT, TYPE TC-15.116, DESIGN 3 | 3 EACH |
| 630E75000 | SIGN ATTACHMENT ASSEMBLY | 12 EACH |
| 630E80100 | SIGN, FLAT SHEET | 809.13 SF |
| 630E80200 | SIGN, GROUND MOUNTED EXTRUSHEET | 318 SF |
| 630E80224 | SIGN, OVERHEAD EXTRUSHEET | 4,699.5 SF |
| 630E81021 | CONCRETE MEDIAN BARRIER SIGN BRACKET, AS PER PLAN | 14 EACH |
| 630E84010 | CONCRETE BARRIER MEDIAN OVERHEAD SIGN SUPPORT FOUNDATION, TYPE TC-21.50 | 5 EACH |
| 630E84500 | GROUND MOUNTED STRUCTURAL BEAM SUPPORT FOUNDATION | 12 EACH |
| 630E84510 | RIGID OVERHEAD SIGN SUPPORT FOUNDATION | 11 EACH |
| 630E84900 | REMOVAL OF GROUND MOUNTED SIGN | 76 EACH |
| 630E85400 | REMOVAL OF GROUND MOUNTED MAJOR SIGN | 3 EACH |
| 630E85600 | REMOVAL OF GROUND MOUNTED MAJOR SIGN AND REERECTION | 1 EACH |
| 630E86002 | REMOVAL OF GROUND MOUNTED POST SUPPORT | 58 EACH |
| 630E86102 | REMOVAL OF GROUND MOUNTED STRUCTURAL BEAM SUPPORT | 13 EACH |
| 630E87100 | REMOVAL OF OVERHEAD MOUNTED SIGN AND REERECTION | 2 EACH |
| 630E87400 | REMOVAL OF OVERHEAD MOUNTED SIGN | 29 EACH |
| 630E87500 | REMOVAL OF POLE MOUNTED SIGN | 13 EACH |
| 630E89706 | REMOVAL OF OVERHEAD SIGN SUPPORT, DUAL ARM CANTILEVER | 5 EACH |
| 630E89802 | REMOVAL OF OVERHEAD SIGN SUPPORT, SPAN-TRUSS TYPE | 5 EACH |
| 630E89894 | REMOVAL OF TEMPORARY OVERLAY SIGN AND DISPOSAL | 10 EACH |
| 630E89902 | REMOVAL OF MISCELLANEOUS TRAFFIC CONTROL ITEM, BARRIER MOUNTED SIGN SUPPORT AND DISPOSAL | 12 EACH |
| 630E89902 | REMOVAL OF MISCELLANEOUS TRAFFIC CONTROL ITEM, PARTIAL TRUSS REMOVAL | 1 EACH |
| 644E00300 | CENTER LINE | 0.18 MILE |
| 644E00500 | STOP LINE | 25 FT |
| 644E00620 | CROSSWALK LINE, 12" | 153 FT |
| 644E00700 | TRANSVERSE/DIAGONAL LINE | 17 FT |
| 644E00720 | CHEVRON MARKING | 574 FT |
| 644E01300 | LANE ARROW | 11 EACH |
| 644E01350 | LANE REDUCTION ARROW | 2 EACH |
| 644E01360 | WRONG WAY ARROW | 2 EACH |
| 644E30000 | REMOVAL OF PAVEMENT MARKING | 1,652 FT |
| 645E00118 | EDGE LINE, 6", TYPE A4 | 0.58 MILE |
| 645E00220 | LANE LINE, 6", TYPE A4 | 0.56 MILE |
| 645E00418 | CHANNELIZING LINE, 12", TYPE A4 | 412 FT |
| 645E01522 | DOTTED LINE, 6", TYPE A4 | 265 FT |
| 645E01566 | DOTTED LINE, 12", TYPE A4 | 394 FT |
| 646E10620 | CHEVRON MARKING | 40 FT |
| 807E14010 | WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, EDGE LINE, 6" | 10.78 MILE |
| 807E14110 | WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, LANE LINE, 6" | 10.77 MILE |
| 807E14310 | WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, CHANNELIZING LINE, 12" | 10,346 FT |
| 807E14410 | WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, DOTTED LINE, 6" | 5,933 FT |
| 807E14430 | WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, DOTTED LINE, 12" | 10,795 FT |
| 850E10010 | GROOVING FOR 6" RECESSED PAVEMENT MARKING, (ASPHALT) | 21.55 MILE |
| 850E10110 | GROOVING FOR 6" RECESSED PAVEMENT MARKING, (ASPHALT) | 5,933 FT |
| 850E10130 | GROOVING FOR 12" RECESSED PAVEMENT MARKING, (ASPHALT) | 21,141 FT |
| 850E20010 | GROOVING FOR 6" RECESSED PAVEMENT MARKING, (CONCRETE) | 1.14 MILE |
| 850E20110 | GROOVING FOR 6" RECESSED PAVEMENT MARKING, (CONCRETE) | 265 FT |
| 850E20130 | GROOVING FOR 12" RECESSED PAVEMENT MARKING, (CONCRETE) | 806 FT |
| 18" CONDUIT, TYPE B, AS PER PLAN |
| 2,738 FT |
| 611E07600 | 18" CONDUIT, TYPE C | 247 FT |
| 611E08901 | 21" CONDUIT, TYPE B, AS PER PLAN | 201 FT |
| 611E09100 | 21" CONDUIT, TYPE C | 55 FT |
| 611E10401 | 24" CONDUIT, TYPE B, AS PER PLAN | 585 FT |
| 611E10600 | 24" CONDUIT, TYPE C | 773 FT |
| 611E10600 | 24" CONDUIT, TYPE C, 748.01, 748.02 | 21 FT |
| 611E13401 | 30" CONDUIT, TYPE B, AS PER PLAN | 402 FT |
| 611E13600 | 30" CONDUIT, TYPE C | 576 FT |
| 611E16401 | 36" CONDUIT, TYPE B, AS PER PLAN | 273 FT |
| 611E16600 | 36" CONDUIT, TYPE C | 1,148 FT |
| 611E16600 | 36" CONDUIT, TYPE C, 748.01, 748.02 | 226 FT |
| 611E19401 | 42" CONDUIT, TYPE B, AS PER PLAN | 929 FT |
| 611E19600 | 42" CONDUIT, TYPE C | 340 FT |
| 611E97400 | CONDUIT, MISC.: CONDUIT INSTALLED WITH TRENCHLESS METHOD, 21" TYPE B | 380 FT |
| 611E97400 | CONDUIT, MISC.: CONDUIT INSTALLED WITH TRENCHLESS METHOD, 24", TYPE B | 192 FT |
| 611E97400 | CONDUIT, MISC.: CONDUIT INSTALLED WITH TRENCHLESS METHOD, 30", TYPE A | 167 FT |
| 611E97400 | CONDUIT, MISC.: CONDUIT INSTALLED WITH TRENCHLESS METHOD, 36", TYPE B | 531 FT |
| 611E98150 | CATCH BASIN, NO. 3 | 1 EACH |
| 611E98180 | CATCH BASIN, NO. 3A | 12 EACH |
| 611E98230 | CATCH BASIN, NO. 4 | 3 EACH |
| 611E98300 | CATCH BASIN, NO. 5 | 3 EACH |
| 611E98344 | CATCH BASIN, NO. 5A | 3 EACH |
| 611E98370 | CATCH BASIN, NO. 6 | 1 EACH |
| 611E98410 | CATCH BASIN, NO. 8 | 16 EACH |
| 611E98434 | CATCH BASIN, NO. 8A | 2 EACH |
| 611E98470 | CATCH BASIN, NO. 2-2B | 1 EACH |
| 611E98630 | CATCH BASIN ADJUSTED TO GRADE | 1 EACH |
| 611E99100 | INLET, NO. 3 FOR SINGLE SLOPE BARRIER, TYPE B1 | 9 EACH |
| 611E99101 | INLET, NO. 3 FOR SINGLE SLOPE BARRIER, TYPE B1, AS PER PLAN | 2 EACH |
| 611E99101 | INLET, NO. 3 FOR SINGLE SLOPE BARRIER, TYPE B1, AS PER PLAN, A | 10 EACH |
| 611E99110 | INLET, NO. 3 FOR SINGLE SLOPE BARRIER, TYPE C1 | 2 EACH |
| 611E99111 | INLET, NO. 3 FOR SINGLE SLOPE BARRIER, TYPE C1, AS PER PLAN | 8 EACH |
| 611E99114 | INLET, NO. 3 FOR SINGLE SLOPE BARRIER, TYPE D | 30 EACH |
| 611E99115 | INLET, NO. 3 FOR SINGLE SLOPE BARRIER, TYPE D, AS PER PLAN | 5 EACH |
| 611E99150 | INLET ADJUSTED TO GRADE | 1 EACH |
| 611E99574 | MANHOLE, NO. 3 | 32 EACH |
| 611E99654 | MANHOLE ADJUSTED TO GRADE | 7 EACH |
| 611E99660 | MANHOLE RECONSTRUCTED TO GRADE | 1 EACH |
| 611E99710 | PRECAST REINFORCED CONCRETE OUTLET | 11 EACH |
| 611E99820 | SPECIAL - MISCELLANEOUS METAL | 1,000 LB |
| 611E99900 | DRAINAGE STRUCTURE, MISC.: CHECK VALVE FOR 24" CONDUIT | 1 EACH |
| 611E99900 | DRAINAGE STRUCTURE, MISC.: CHECK VALVE FOR 36'' CONDUIT | 2 EACH |
| 638E06712 | 30" STEEL PIPE ENCASEMENT, OPEN CUT | 72 FT |
| 638E07320 | 48" STEEL PIPE ENCASEMENT, BORED OR JACKED | 211 FT |
| 690E98400 | SPECIAL - STORMWATER DETENTION SYSTEM 1 | Lump sum |
| 690E98400 | SPECIAL - STORMWATER DETENTION SYSTEM 2 | Lump sum |
| 690E98400 | SPECIAL - STORMWATER DETENTION SYSTEM 3 | Lump sum |
| 2 EACH |
| 614E11110 | LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE | 2,100 HOUR |
| 614E11300 | SPECIAL - WORK ZONE TRAFFIC SIGNAL | 3 EACH |
| 614E11630 | INCREASED BARRIER DELINEATION | 8,000 FT |
| 614E12380 | WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS, (UNIDIRECTIONAL) | 16 EACH |
| 614E12384 | WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS, (BIDIRECTIONAL) | 6 EACH |
| 614E12400 | WORK ZONE IMPACT ATTENUATOR, MISC.: 24" WIDE HAZARDS (UNIDIRECTIONAL), TYPE 3 | 3 EACH |
| 614E12420 | DETOUR SIGNING | Lump sum |
| 614E12484 | WORK ZONE INCREASED PENALTIES SIGN | 11 EACH |
| 614E12500 | REPLACEMENT SIGN | 15 EACH |
| 614E12600 | REPLACEMENT DRUM | 150 EACH |
| 614E12756 | WORK ZONE CROSSOVER LIGHTING SYSTEM | 2 EACH |
| 614E12800 | WORK ZONE RAISED PAVEMENT MARKER | 200 EACH |
| 614E12801 | WORK ZONE RAISED PAVEMENT MARKER, AS PER PLAN | 5,035 EACH |
| 614E13000 | ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 90 CY |
| 614E13310 | BARRIER REFLECTOR, TYPE 1, BIDIRECTIONAL | 1,235 EACH |
| 614E13312 | BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 43 EACH |
| 614E13350 | OBJECT MARKER, ONE WAY | 1,260 EACH |
| 614E13360 | OBJECT MARKER, TWO WAY | 230 EACH |
| 614E18000 | MAINTAINING TRAFFIC, MISC.: OPTIMIZED TRAFFIC SIGNAL OPERATIONS FOR RAMP CLOSURE | 750,000 EACH |
| 614E18002 | MAINTAINING TRAFFIC, MISC.: MAINTAIN EXISTING RAMP J, AS PER PLAN | Lump sum |
| 614E18002 | MAINTAINING TRAFFIC, MISC.: MAINTAIN EXISTING RAMP M, AS PER PLAN | Lump sum |
| 614E18600 | PORTABLE CHANGEABLE MESSAGE SIGN | 320 SNMT |
| 614E20056 | WORK ZONE LANE LINE, CLASS I, 6", 807 PAINT | 11.2 MILE |
| 614E20366 | WORK ZONE LANE LINE, CLASS I, 6", 648 | 2.1 MILE |
| 614E20560 | WORK ZONE LANE LINE, CLASS III, 6", 642 PAINT | 11.33 MILE |
| 614E22056 | WORK ZONE EDGE LINE, CLASS I, 6", 807 PAINT | 38.2 MILE |
| 614E22336 | WORK ZONE EDGE LINE, CLASS I, 6", 648 | 5 MILE |
| 614E22360 | WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 11.34 MILE |
| 614E23110 | WORK ZONE CHANNELIZING LINE, CLASS I, 12", 807 PAINT | 58,148 FT |
| 614E23140 | WORK ZONE CHANNELIZING LINE, CLASS I, 8", 648 | 2,825 FT |
| 614E23690 | WORK ZONE CHANNELIZING LINE, CLASS III, 12", 642 PAINT | 10,758 FT |
| 614E24102 | WORK ZONE DOTTED LINE, CLASS I, 6", 807 PAINT | 19,999 FT |
| 614E24142 | WORK ZONE DOTTED LINE, CLASS I, 6", 648 | 1,290 FT |
| 614E24612 | WORK ZONE DOTTED LINE, CLASS III, 6", 642 PAINT | 17,387 FT |
| 614E28200 | WORK ZONE GORE MARKING, CLASS II, 642 PAINT | 418 FT |
| 614E30200 | WORK ZONE ARROW, CLASS I, 642 PAINT | 11 EACH |
| 615E10000 | ROADS FOR MAINTAINING TRAFFIC | Lump sum |
| 615E10001 | ROADS FOR MAINTAINING TRAFFIC, AS PER PLAN | Lump sum |
| 615E20000 | PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 958 SY |
| 615E20001 | PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A, AS PER PLAN | 5,480 SY |
| 616E10000 | WATER | 1,230 MGAL |
| 622E41011 | PORTABLE BARRIER, 50", AS PER PLAN | 24,880 FT |
| 622E41060 | DUAL PORTABLE BARRIER TRANSITION/TERMINATION | 2 EACH |
| 622E41100 | PORTABLE BARRIER, UNANCHORED | 33,080 FT |
| 622E41110 | PORTABLE BARRIER, ANCHORED | 6,520 FT |
| 808E18700 | DIGITAL SPEED LIMIT (DSL) SIGN ASSEMBLY | 223 SNMT |
| 896E00010 | PORTABLE NON-INTRUSIVE TRAFFIC SENSOR, CLASS I | 84 SNMT |
| 896E00021 | PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 84 SNMT |
| 625E23200 | NO. 4 AWG 2400 VOLT DISTRIBUTION CABLE | 31,763 FT |
| 625E23300 | NO. 2 AWG 2400 VOLT DISTRIBUTION CABLE | 2,496 FT |
| 625E23400 | NO. 10 AWG POLE AND BRACKET CABLE | 6,600 FT |
| 625E24320 | 1-1/2" DUCT CABLE WITH THREE NO. 4 AWG 2400 VOLT CABLES | 2,062 FT |
| 625E25500 | CONDUIT, 3", 725.04 | 1,227 FT |
| 625E25605 | CONDUIT, 4", 725.051, AS PER PLAN | 386 FT |
| 625E25908 | CONDUIT, JACKED OR DRILLED, 725.052, 3" | 1,320 FT |
| 625E26263 | LUMINAIRE, HIGH MAST, SOLID STATE (LED), AS PER PLAN, 480V | 62 EACH |
| 625E26273 | LUMINAIRE, LOW MAST, SOLID STATE (LED), AS PER PLAN, 240V | 12 EACH |
| 625E26273 | LUMINAIRE, LOW MAST, SOLID STATE (LED), AS PER PLAN, 480V | 26 EACH |
| 625E27503 | LUMINAIRE, UNDERPASS, SOLID STATE (LED), AS PER PLAN, 240V | 7 EACH |
| 625E27503 | LUMINAIRE, UNDERPASS, SOLID STATE (LED), AS PER PLAN, 480V | 7 EACH |
| 625E27561 | LUMINAIRE, INSTALLATION ONLY, AS PER PLAN | 15 EACH |
| 625E29000 | TRENCH | 3,077 FT |
| 625E29910 | TRANSITION JUNCTION BOX | 6 EACH |
| 625E29930 | MEDIAN JUNCTION BOX | 57 EACH |
| 625E30700 | PULL BOX, 725.08, 18" | 17 EACH |
| 625E30706 | PULL BOX, 725.08, 24" | 1 EACH |
| 625E31510 | PULL BOX REMOVED | 45 EACH |
| 625E32000 | GROUND ROD | 152 EACH |
| 625E33000 | STRUCTURE GROUNDING SYSTEM | 6 EACH |
| 625E34001 | POWER SERVICE, AS PER PLAN | 4 EACH |
| 625E35021 | RE-ERECT EXISTING LIGHT TOWER, AS PER PLAN | 1 EACH |
| 625E36010 | UNDERGROUND WARNING MARKING TAPE | 3,077 FT |
| 625E37101 | SERVICE TO UNDERPASS LIGHTING, AS PER PLAN | 3 EACH |
| 625E38000 | HIGH VOLTAGE TEST | Lump sum |
| 625E40000 | SPECIAL - MAINTAIN EXISTING LIGHTING | Lump sum |
| 625E40010 | SPECIAL - REPLACEMENT OF EXISTING LIGHTING UNIT | 2 EACH |
| 625E75350 | LIGHT TOWER REMOVED | 9 EACH |
| 625E75400 | LIGHT POLE REMOVED | 37 EACH |
| 625E75402 | LIGHT POLE REMOVED FOR STORAGE | 3 EACH |
| 625E75500 | LIGHT POLE FOUNDATION REMOVED | 40 EACH |
| 625E75504 | LUMINAIRE REMOVED FOR STORAGE | 3 EACH |
| 625E75506 | LUMINAIRE REMOVED | 73 EACH |
| 625E75510 | POWER SERVICE REMOVED | 4 EACH |
| 625E75540 | LIGHT TOWER FOUNDATION REMOVED | 9 EACH |
| 625E75551 | DISTRIBUTION CABLE REMOVED, AS PER PLAN | 42,580 FT |
| 625E75800 | DISCONNECT CIRCUIT | 6 EACH |
| 625E76000 | ARC FLASH CALCULATIONS AND LABEL, PS-A | 1 EACH |
| 625E76000 | ARC FLASH CALCULATIONS AND LABEL, PS-B | 1 EACH |
| 625E76000 | ARC FLASH CALCULATIONS AND LABEL, PS-C | 1 EACH |
| 625E76000 | ARC FLASH CALCULATIONS AND LABEL, PS-F | 1 EACH |
| 625E76000 | ARC FLASH CALCULATIONS AND LABEL, PS-G | 1 EACH |
| 625E76000 | ARC FLASH CALCULATIONS AND LABEL, PS-H | 1 EACH |
| 625E98000 | LIGHTING, MISC.: REMOVAL OF UNDERPASS LIGHTING | 3 EACH |
| 625E98200 | LIGHTING, MISC.: REMOVAL OF EXISTING TEMPORARY LIGHTING | Lump sum |
| ARC FLASH CALCULATIONS AND LABEL, VDS |
| 1 EACH |
| 630E70021 | OVERHEAD SIGN SUPPORT, DMS TRUSS, 115', AS PER PLAN | 1 EACH |
| 630E70051 | CATWALK, DMS TRUSS, AS PER PLAN | 1 EACH |
| 630E70070 | OVERHEAD DMS SUPPORT FOUNDATION, CONCRETE MEDIAN BARRIER, TYPE ITS-36.12 | 1 EACH |
| 630E70080 | OVERHEAD DMS SUPPORT FOUNDATION, TYPE ITS-35.12 | 1 EACH |
| 630E89702 | REMOVAL OF OVERHEAD SIGN SUPPORT AND DISPOSAL | 2 EACH |
| 630E89812 | REMOVAL OF WOOD POLE | 5 EACH |
| 632E69310 | POWER CABLE, 1 CONDUCTOR, NO. 2 AWG | 1,048 FT |
| 632E69350 | POWER CABLE, MISC.: 1 CONDUCTOR, 1/0 AWG | 3,498 FT |
| 632E70400 | CONDUIT RISER, 2" DIAMETER | 1 EACH |
| 632E90300 | SIGNALIZATION, MISC.: REMOVAL OF FIBER OPTIC CABLE AND POWER CABLE | Lump sum |
| 633E67101 | CABINET FOUNDATION, AS PER PLAN | 4 EACH |
| 633E67201 | CONTROLLER WORK PAD, AS PER PLAN | 4 EACH |
| 804E21030 | FIBER OPTIC CABLE, AIRBLOWN/PUSHABLE, 72 FIBER | 17,288 FT |
| 809E00530 | ITS JUNCTION BOX, 17x24x6 INCHES | 25 EACH |
| 809E01900 | ITS PULL BOX WITH PAD AND STANDARD LID ASSEMBLY, 32" WIDE, TYPE 1 | 2 EACH |
| 809E01920 | ITS PULL BOX WITH PAD AND HINGED LID ASSEMBLY, 32" WIDE, TYPE 1 | 7 EACH |
| 809E11000 | COMMUNICATION CABLE MARKER | 9 EACH |
| 809E25000 | CONDUIT, MULTICELL, MISC.: 2" HDPE WITH 4-14MM/10MM INNERDUCTS | 951 FT |
| 809E25000 | CONDUIT, MULTICELL, MISC.: 2" HDPE WITH 4-14MM/10MM INNERDUCTS, JACKED OR DRILLED | 848 FT |
| 809E25000 | CONDUIT, MULTICELL, MISC.: 2" HDPE WITH 4-14MM/10MM INNERDUCTS, ON STRUCTURE | 491 FT |
| 809E25000 | CONDUIT, MULTICELL, MISC.: 4" HDPE | 974 FT |
| 809E25000 | CONDUIT, MULTICELL, MISC.: 4" HDPE, JACKED OR DRILLED | 848 FT |
| 809E25000 | CONDUIT, MULTICELL, MISC.: 4" HDPE, ON STRUCTURE | 491 FT |
| 809E55000 | ITS POWER SERVICE, POLE MOUNTED, 120/240V, 60 AMP | 2 EACH |
| 809E64550 | ETHERNET CABLE, OUTDOOR-RATED | 452 FT |
| 809E65000 | ITS CABINET - GROUND MOUNTED | 3 EACH |
| 809E65040 | ITS CABINET - DMS | 1 EACH |
| 809E65990 | ITS DEVICE, MISC.: RELOCATE CCTV CAMERA AND WIRELESS RADIO EQUIPMENT | 1 EACH |
| 809E65990 | ITS DEVICE, MISC.: RELOCATE EXISTING DMS | 1 EACH |
| 809E65990 | ITS DEVICE, MISC.: REMOVAL OF CCTV POLE, CAMERA, FOUNDATION, AND CABINET ASSEMBLY | 1 EACH |
| 809E65990 | ITS DEVICE, MISC.: REMOVAL OF DMS SIGN | 1 EACH |
| 809E65990 | ITS DEVICE, MISC.: REMOVAL OF ITS CABINET ASSEMBLY | 9 EACH |
| 809E65990 | ITS DEVICE, MISC.: REMOVAL OF SIDE-FIRED RADAR VEHICLE DETECTOR | 5 EACH |
| 809E65990 | ITS DEVICE, MISC.: REMOVAL OF WIRELESS RADIO EQUIPMENT | 9 EACH |
| 809E70000 | MAINTAINING ITS DURING CONSTRUCTION | Lump sum |
| 809E70050 | AS-BUILT CONSTRUCTION PLANS | Lump sum |
| 2 EACH |
| 638E20760 | SPECIAL - FIRE HYDRANT REMOVED AND DISPOSED OF, (CIN. 1114) | 2 EACH |
| 638E20762 | SPECIAL - FIRE HYDRANT SERVICE LINE EXTENDED AND ADJUSTED TO GRADE FURNISHING AND INSTALLING FIRE HYDRANT EXTENSION, 6" LONG, (CIN. 1115) | 2 EACH |
| 638E20806 | SPECIAL - RETAP, RECONNECT AND EXTEND 3/4" POLYETHYLENE WATER SERVICE CONNECTION, (CIN. 1128) | 1 FT |
| 638E20904 | SPECIAL - SERVICE BOX, FURNISHING AND INSTALLING CURB AND ROADWAY BOX, (CIN. 1131) | 1 EACH |
| 638E30002 | SPECIAL - SHEETING AND BRACING ORDERED LEFT IN PLACE, (CIN. 637) | 1 MBF |
| 638E98000 | WATER WORK, MISC.: FIRE HYDRANT FLOW TESTING (EXISTING), (CIN. 1112) | 1 EACH |
| 638E98000 | WATER WORK, MISC.: FIRE HYDRANT FLOW TESTING (NEW), (CIN. 1112) | 2 EACH |
| 638E98000 | WATER WORK, MISC.: FIRE HYDRANT PAINTING (EXISTING), (CIN. 1112) | 1 EACH |
| 638E98000 | WATER WORK, MISC.: FIRE HYDRANT PAINTING (NEW), (CIN. 1112) | 2 EACH |
| 638E98000 | WATER WORK, MISC.: REMOVING EXISTING MANHOLE CURB AND COVER, (CIN. 1122) | 1 EACH |
| 638E98000 | WATER WORK, MISC.: REMOVING EXISTING VALVE BOX, (CIN. 1122) | 2 EACH |
| 638E98000 | WATER WORK, MISC.: RESETTING EXISTING CURB AND ROADWAY BOX, (CIN. | 2 EACH |
| Lump sum |
| 832E15002 | STORM WATER POLLUTION PREVENTION INSPECTIONS | Lump sum |
| 832E15010 | STORM WATER POLLUTION PREVENTION INSPECTION SOFTWARE | Lump sum |
| 832E30000 | EROSION CONTROL | 698,286 EACH |
| 609E14000 |
| CURB, TYPE 2-A |
| 37 FT |
| 609E24511 | CURB, TYPE 4-C, AS PER PLAN | 4,150 FT |
| 609E26000 | CURB, TYPE 6 | 1,775 FT |
| 618E40600 | RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE) | 8.42 MILE |